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0 0 0 0 0 0 0 0 0 0 0 0 <br />°—NOTE: <br />0 <br />° <br />o <br />o <br />o <br />SHEATHING <br />PROVIDE BLOCKING <br />EDGES. <br />H <br />AT ALL <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />AIL <br />12' IN <br />SPACING AT <br />FIELD <br />° <br />STUD SPACING PER PLAN <br />EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />REQUIRED (MIN) <br />SIZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />7/16' SHEATHING <br />8d <br />3' O.C. <br />3' O.C, <br />12" O.C. <br />ALL <br />EDGES <br />SINGLE NAIL EDGE SPACING <br />1/! s <br />° o <br />o T <br />1 /2° <br />DOUBLE NAIL EDGE SPACIN{ <br />_2x4 BLOCKING <br />NAUNG SHEATHING SPLICE -SANE THICKNESS AND <br />STRUCTURAL SHEATHINGJ PER PLAN STRENGTH AXIS ORIENTATION AS WALL HATHNG <br />TYPICAL SHEATHING DETAIL <br />TOP PLATE CONNECTOR: <br />(2) SDWC15600 SCREWS @ EA STUD <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STUD <br />2X P.T. SOLE PLATE w/ 1/2" DIAM. <br />ANCHOR BOLTS (10 + 2) AT 32" <br />O.C. MAX. w/7" EMBEDMENT OR <br />5/8" DIA. EXP. BOLTS AT 24" O.C. <br />W/1800 # ALLOWABLE TENSION MIN. <br />OR 1/2" DIA EXP. BOLTS AT 24" <br />O.C. W/1200 # ALLOWABLE TENSION <br />MIN. ALSO AT CORNERS & JAMB <br />w/ 30 PLATE WASHERS <br />2x STUDS AT 16" O.C. <br />-SHEATHING PER PLAN <br />BOTTOM PLATE CONNECTOR: <br />(3) SDWC15450 SCREWS @ EA STUD <br />Wip LOAD BEARING WAL <br />Jim <br />m <br />0 <br />LO <br />REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE AND LOCATION <br />L w/UPLIFT <br />12 <br />PER <br />ELEV. <br />INTERIOR <br />EXTERIOR GABLE END SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />REQUIRED (MIN) <br />SIZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />7/16' MIN <br />8d <br />3' O.C. <br />3' O.C. <br />12" O.C. <br />ALL <br />SHEATHING <br />EDGES <br />W02�GABLE END SHEATHING DETAIL <br />AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR <br />LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. <br />FASTENERS TO BE 1/8' DIA. MIN. AND EMBEDDED 3/4' MIN. <br />MINIMUM SHEAR CAPACITY TO BE 1501. <br />2x ANGLE AS REQUIRED w/ (2) 10d <br />TOE NAILS AT EACH END. <br />I I UPLIFT NAILING PER PLAN <br />(2) SDK15600 @ TOP OF CRIPPLES AS REQ'D <br />JACK STUDS, U.N.O. <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 48" LAP SPLICE w/ (3) 10d <br />COMMON NAILS AT ENDS. NAIL PLATES <br />HEADER PER PLAN, (2) PLY <br />CONT. w/ 10d COMMONS AT 16' O.C. <br />MIN. ADD110NAL JACK STUD <br />AND CONNECTORS <br />(6) 10d NAILS KING STUD <br />REQUIREMENTS PER PLAN. <br />TO HEADER (MIN 3 EA PLY) <br />FASTEN WALL SHEATHING <br />AT 3" O.C. ALL AROUND <br />(1) SIMPSON LSTA18 <br />OPENING <br />CENTER ON HEADER. <br />SHEATHING PER PLAN- <br />2x STUDS AT 16" O.C. <br />—TF_—TI— <br />(3)SDWC15450 ® BOTTOM I I <br />OF JACK STUDS, U.N.O. I I I I <br />II II <br />NAILING PER PLAN I I I <br />II II <br />II II <br />II II <br />NOTE: TYPICAL FOR EXTERIOR BEARING WALLS <br />FRAMING TO BE 20 U.N.O. ON PLANS <br />('IA Ina TYPICAL FRAMEUEARING WML <br />0"-16" MAX. GAP TV VV JUL <br />STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN 2x4 FILL w/ 2" MAX. GAP <br />WINDOWS AND DOORS AND AT ENTRIES WITHOUT BETWEEN BLOCKS. BLOCK <br />BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN AS REQUIRED AT WINDOW <br />BARREL FRAMING IS USED. FASTENER LOCATIONS. <br />ix P.T. SHIM <br />NOTES: <br />ALTERNATE ARCH TOP <br />MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. <br />IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL <br />STRUCTURAL SHEATHING. <br />WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION <br />REFER TO STRUCTURAL <br />DETAIL <br />SHEETS FOR NAILING & <br />INSULATION AS <br />WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE <br />OTHER REQ. <br />PER SPECS. <br />FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL <br />ALTERNATE ARCH TOP <br />PRE—ENGINEERED ROOF <br />PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. <br />TRUSSES. REFER TO <br />TRUSS MFGR. DRAWINGS. <br />ARCH FRAMING <br />DETAIL <br />ROOF SHINGLE <br />W13 <br />(OR TILE PER SPEC) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />REFER TO PLAN <br />I Li <br />FASCIA PER COMMUNITY SPEC <br />M- <br />SOFFIT PER MANUFACTURERS <br />INSTALLATION INSTRUCTIONS <br />BOND BEAM PER PLAN <br />PRECAST LINTEL PER PLAN <br />OPENING w/ PRECAST <br />SILL PER PLAN <br />SEE STRUCT. FOR ALL <br />REINFORCEMENT <br />REQUIREMENTS <br />EXTERIOR <br />SEE STRUCT. DETAILS FOR <br />VARIATIONS <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />PTH & RONF. REQ. <br />W31 IYP.�I-STORYWVLC SECTION <br />EBAR, CONT. IN <br />BEAM <br />BEAM PER PLAN <br />EBAR VERTICAL <br />ED 25" MIN. U.N.O. <br />EBAR VERTICAL IN <br />I FILLED CELLS, <br />PLAN). <br />EBAR VERTICAL <br />ED 25' MIN. U.N.O. <br />CLEAN OUT AT ALL <br />D CELLS. <br />-OUNDATION PLAN <br />DETAILS FOR FOOTING <br />-ORCING. <br />,,,TYPICAL FILLED CELL DETAIL <br />15 REBAR w/ A.C.I. STANDARD HOOK AT <br />TOP. LAP PER GENERAL NOTES. --A <br />MAY VARY, <br />SEE PLAN <br />LINTEL OVER OPENING <br />8' KNOCK OUT BLOCK w/ <br />#5 BAR GROUTED SOLID <br />15 VERTICAL BAR IN <br />GROUTED CELL. <br />8' CMU WALL LAID IN <br />RUNNING BOND, <br />W18 TEPPED BOND BEAM OVER LINTEL <br />(2) SDWC15600 PLATE TO TRUSS, U.N.O. <br />DBL 2X TOP PLATE BOTTOM 2X OF TOP <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 48' LAP SPLICE w/ (3) iDd <br />COMMON NAILS AT ENDS. NAIL PLATES <br />CONT. w/ 10d COMMONS AT 16" O.C. — <br />(6) 10d NAILS KING STUD TO <br />HEADER (MIN. 3 EA. PLY) <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />NAILS U.N,O — CENTER ON BOTTOM <br />HEADER <br />CONNECT WALLS PER W10 DETAIL- <br />2x STUDS AT 16" O.C. <br />(3) SDWC15450 @ BOTTOM <br />OF KING/JACK, U.N.O. — <br />TRUSS BOTTOM CHORD PER <br />MANUF. @ 24' O.C. <br />(2) SDWC15600 TOP <br />PLATES TO EA HEADER <br />PLY ADJACENT TO EA <br />TRUSS, LINO <br />HEADER PER PLAN, (2) PLY MIN. ADDITIONAL <br />JACK STUD AND CONNECTORS REQUIREMENTS <br />PER PLAN. <br />NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING. <br />FRAMING TO BE 2x4 U.N.O. ON PLANS. IF CRIPPLE STUDS ABOVE <br />HEADER, CONNECT CRIPPLES TO TOP PLATES & HEADER w/ (1) H2.5A. <br />00o Fieldstone ` <br />�... <br />C.O.A# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />• 8 <br />29349 <br />BENJAMIN NIESE, PE <br />P.E.# 86025 <br />❑ IAN MCCULLOUGH, PE <br />P.E.#80956 <br />,� ATE OF <br />08/23/2021 <br />DATE SIGNED <br /><�NA4 t%%\\� <br />*PulteGroup <br />PRODUCT MANAGER <br />IRELEASE <br />nATr- vv /vv /vvvv <br />TYPE <br />SPECIFICATION LEVEL <br />PWte <br />PLAN NAME <br />Highgate <br />NNPC'�CHI D NU ER <br />28l1.500 <br />ISHEET <br />S41 <br />